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Plans (20)
BU P2019-00070 D 49C5/ P ROJ ECT NARRATIVE VE ��� #3082 e ��o. A, \ PROJECT CONSISTS OF REMODEL WORK TO 10,592 SF OF EXISTING OFFICE AND MAR 2019 • MARTIN W.HANSON ill, , WAREHOUSE SPACE. WORK SHALL INCLUDE BUT NOT BE LIMITED TO DRYWALL/METAL CITYOFTIGAr n -" CLA KAMAS,OREGON �`�� u, STUDS, SUSPENDED CEILINGS, DOORS/FRAMES AND PAINTING. ALL WORK TO MEET ADA 9UILDING 171VIS10�{ �► t JQ��� C -B REQUIREMENTS. �F• OF O�� ° 4•\ - ci WORK INCLUDED BUT PERFORMED UNDER SEP. PERMIT sYokoe,R �� ,,j L PROJECT #19100 PLUMBING WORK �Ro 1Allit = o D '=', FIRE PROTECTION SPRINKLERING / >)` ,,e,\ HEATING, VENTILATION & AIR CONDITIONING WORK C BUILDfNG LOCATION ELECTRICAL WORK, BOTH LINE VOLTAGE AND LOW VOLTAGE U 7 1' w / 7\/Kij JO ', \ 1 F , _ F BUILDING INFORMATION _ (a OWNER: PACIFIC REALTY ASSOCIATES, L.P. �'UWtFiUNIVLN5HUI-IN- L- �� - c7, ANCHORS USED FOR ilk 1 L - I �' 15350 SW SEQUOIA PKWY #300 SEISMIC APPLICATION r 1 �~} � � ��.`-F� i � PORTLAND, OR 97224 SHALL REQUIRE SPECIAL VALIDITY OF PERI'R,IT __ INSPECTION EASED ON CONSTRUCTION ^ o .-� _ ._.... THE ISSUANCE OFA PERMIT ! j 1 K L [ • Oft.�NTERP is-01 DOCUMENTS AND OTHER 0 M 1 (503) 624-6300 (PHONE) THE CODE OF FROM C o cDATA SHALL NOT PREVENT (503) 624-7755 (FAX) REQUIRING THE CORRECTION CO IT F OF ERRORS. OSSC 105.4 I a.. N _ BLDG. #: pbc196 (BLDG F} o r_.-.-.u_.. i_.--—I. � � � M J �� CONST. TYPE.: III-B C ) o ti � z THIS BUILDING WAS CURRENTLY OCCUPIED BY MULTIPLE SEPARATE TENANTS. THE Q I- � ,� n Cr P i, L- .. \ Qpoo • . EXISTING BUILDING IS A PARTIAL TWO STORY BUILDING OF 47,552 SF TOTAL WITH "' �, �, L,, L N - Q 38,303 SF ON THE FIRST FLOOR AND 9,249 SF ON THE SECOND FLOOR. THE BUILDING IS a. `� � j, FULLY SPRINKLERED. THERE IS FRONTAGE ON ALL FOUR SIDES OF AT LEAST 52 FEET. n�I _ u Ok_cilWil} C-■�. f "O n n ACTUAL BUILDING AREA TOTALS m CO I 0) B OCCUPANCY = 40,611 SF Z SITE MAP S-1 OCCUPANCY 6,941 SF a- CD TOTAL 47,552 SF A-0 NOT TO SCALE ALLOWABLE AREA FOR B OCCUPANCY: ALLOWABLE AREA 19,000 SF 75% INCREASE FOR FRONTAGE 14,250 SF 200% INCREASE FOR SPRINKLERS 38,000 SF TOTAL ALLOWABLE AREA 71 ,250 SF i ALLOWABLE AREA FOR S-1 OCCUPANCY: Im A ' ALLOWABLE AREA 17,500 SF co 75% INCREASE FOR FRONTAGE 13,8 "5 SF 3 200% INCREASE FOR SPRINKLERS 35,000 SF IV'IA - ' TOTAL ALLOWABLE AREA 66,375 SF kc ,i. _ .., , J ,„ �' B-7z" .f;� ��•�•�•�+.,� , NON SEPARATED USES - OSSC 508.37, 1 . A ++�- �+♦ ++��++ , _ - /;: . ;I�� -r//- 11, fi TENANT INFORMATION a +WI,+++� 0-4* +4( �,. ++ 'nO 14s«,,rAr / ,Fr.- rA ' ''' .,�.,,r►f.=� TENANT: ROUTEWARE, INC. . //: 5-1 -2,642 SF :+:�: S-1 -4,299 5F�:� A A \\` \\\ p� /.`� ����+��+� \, \\ OCCUPANCY AREAS & LOADS: OFFICE CO , ,,!,V AP, ��j+��j+• +++���++�� \\ B 7,950 S F 80 OCC CIOF TZG, D z eue / COMPLIANCE — IY � ��+ +�++8 +�+� �i,\ _ / \\ S-1 2,642 S F 6 O CC REVIEWED FOR CODE w B 9300 SF B-4,904 SF Uir +��+.�.+♦�..�+� +�,�♦++�.�* B - 13,254 SF \\ ♦+� +����♦ �•• X 11\• TOTAL 10,592 SF 86 OCC APrt°ve� j W z j 010(r +fir+���++����++���� ����°°�''�;� ' ��✓�\ ' W MN:1;.!;� +� ���+�• ' NUMBER OF EXITS REQUIRED 5'�f''39) Q �n N ‘70,. •-� b • B 2 EXITS Address: Lti.S S sw -7a ' 6 A Vc.. 2 ¢ rn ` ��� S-1 1 EXITS Ry: �� Date: . —as-- 1 9, W m z o ~ ? � z Ive•�/. B 7,950 SF ,f • ; / f D J ' �FIRST FLOOR SECOND FLOOR PLUMBING FIXTURE CALLS Q U 1 OCCUPANCY WATER CLOSETS OCCUPANCY LAVATOREES � a L co a - r , , torl Business B: 0-50 50.00 occ. 1:25 = 2.00 B: 0-50 80.00 occ. First 80 1:40 = 2.00 p ,,: B: over 50 30.00 occ. 1:50 = 0.60 B: over 50 0.00 occ. Over 80 1;80 = 0.00 DATE: 3/7/19 f. Storage 5-1/5-2: 6.00 occ. 1:100 = 0.06 5-1/5-2: 6.00 occ. 1:100 = 0.06 PERMIT / CONST. AREA OF WORK TOTAL = 2.66 TOTAL = 2.06i REVISION 2 OVERALL BUILDING PLAN "EDI PROVIDED: 6 WATER CLOSETS, 2 URINAL,4 LAVATORIES A-0 1" = 30'-0" 1. CODE SUMMARY 2. ALL CONSTRUCTION WORK SHALL BE DONE IN COMPLIANCE WITH STATE AND LOCAL 3. CODE REQUIREMENTS THAT APPLY, INCLUDING BUT NOT LIMITED TO: 4. • 2014 OREGON STRUCTURAL SPECIALTY CODE 5. • 2014 OREGON MECHANICAL SPECIALTY CODE (GMSC) 6. • 2014 OREGON PLUMBING SPECIALTY CODE (OPSC) DEFE D 7. • 2014 OREGON ELECTRICAL SPECIALTY CODE (OESC) Fire Sprinkler $ Flee Alarm • 2014 OREGON FIRE CODE (OFC) Mechanical • ASCE-7-10 Plumbing DRAWN BY: Electrical R.M.T. • ICC/ANSI A117.1-2009 Truss Engineering • 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE Shop Drawings Other 01 00 00 GENERAL DATA 3. FINISH FLOORING TO EXTEND UNDER ALL NEW CASEWORK. f. PROVIDE"WET PAINT'SIGNS AS REQUIRED TO PROTECT NEWLY PAINTED FINISHES. g. ALL DISTRIBUTION DUCT WORK TO BE INSTALLED MIN.24"ABOVE FINISH CEILING. 'y�.n+ GENERAL REQUIREMENTS 4. PROVIDE A TRANSITION STRIP WHERE EVER TWO DIFFERENT FLOOR MATERIALS MEET 10 00 00 SPECIALTIES 18.FLEX DUCT WILL BE NO LONGER THAN 6'FROM RIGID DUCT DOWN TO DIFFUSER. �`C ' 1. VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS AND AT THE EXISTING BUILDING AND 5. PROVIDE SCHLUTER METAL TRIM AT ALL EXPOSED EDGES OF TILE(EXCEPT AT BULLNOSED EDGE)OF TILE 10 28 13 BREAK COUNTER 19.DIFFUSERS: itt,5, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. (CERAMIC,QUARRY OR PORCELAIN) 1. PAPER TOWEL DISPENSERS,SURFACE MOUNTED(KITCHEN/BREAK ROOM)BOBRICK B-262 a. SUSPENDED CEILING SYSTEM(T-BAR)-PERFORATED FACE ADJUSTABLE CURVED BLADES-DESIGN r,N. #3082 2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL PERFORM DUE DILIGENCE INSPECTION OF ALL EXISTING 09 21 00 GYPSUM BOARD 10 44 16 FIRE EXTINGUISHERS TITUS PCS SUPPLY AND TITUS PAR RETURN OR APPROVED EQUAL. V CONDITIONS PRIORTOSUBMITTAL OFOF PROPOSALMARTIN W.HANSON O S A PROPOSAL.SUBMITTAL A SHALL BE CONSIDERED GENERAL b. GYPSUM BOARD CEILING;SUPPLY-CURVED BLADE W/OBD DESIGN TITUS 250;RETURN-BAR TYPE- � SD n CONFIRMATION THAT SUCH INSPECTION HAS BEEN MADE,AND NO FURTHER COMPENSATION SHALL BE DUE 1. FIRE EXTINGUISHER 2A10 BC (WALL MOUNTED OR IN SEMI RECESSED CABINET AS INDICATED ON PLAN) DESIGN •TITUS 350;EXHAUST-METAL OR ALUMINUM-112"x 1/2"EGG CRATE DESIGN TITUS 50F. / .- THE CONTRACTOR FOR CLAIMS ARISING AS A RESULT OF FAILURE TO PERFORM SUCH INSPECTION. 1. ALL GYPSUM BOARD WALLS: ONE LAYER 5/8"TYPE X GYPSUM WALLBOARD,EITHER AT RIGHT ANGLES OR 2. FIRE EXTINGUISHER CABINET: JL INDUSTRIES ACADEMY SERIES MODEL#C1027V10. 3. BY SUBMITTING A PROPOSAL,CONTRACTOR AND ALL SUBCONTRACTORS CERTIFY THAT THEY HAVE PARALLEL TO FRAMING ON EACH SIDE OF METAL STUDS SPACED AT 24"O.G. FASTEN WITH 1"TYPESC. UAYLYL�SUPPLY REGISTERS TO HAVE MANUAL VOLUME DAMPERS LOCATED IN DUCT AT OR NEAR CLOSEST p CEA KAM'S,OREGON EXAMINED THE SITE AND INCLUDED IN THEIR PROPOSAL ALL WORK NECESSARY TO COMPLETE THE WORK DRYWALL SCREWS 8"O.C.TO VERTICAL EDGES AND 12"O.C.TO TOP AND BOTTOM RUNNERS AND 11 00 00 EQUIPMENT INTERMEDIATE STUDS. STAGGER ALL VERTICAL AND HORIZONTAL JOINTS 24"O.C.(OR ONE STUD SPACING), d. CLEAN OR REPLACE ALL SUPPLY AND RETURN AIR GRILLS AND THEIR HOUSINGS AT PROJECT .fj� �i DESCRIBED OR REASONABLY IMPLIED IN THESE DOCUMENTS. THiS INCLUDES BUT MAY NOT BE LIMITED TO 1. DISHWASHER: GE GLDT696JSS STAINLESS STEAL-ENERGY STAR RATED. ALL MATERIALS AND INSTALLATION,DISPOSAL OF EXCESS MATERIALS(USEABLE FiNISH MATERIALS SHALL BE EACH SIDE AND OPPOSITE SIDES.. COMPLETION. LEFT IN THE TENANT SPACE AS NOTED ON PLANS),CLEANING AND ALL PREPARATION OF SUBSTRATE 2. ALL OFFICE GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND TWO FINISH COATS WITH SANDING BETWEENi. 2. GARBAGE DISPOSAL:INSINKERATOR BADGER V 1/2 HP �� SURFACES PRIOR TO INSTALLATION,AS WELL AS FINAL CLEAN UP. FINISH COATS(LEVEL 4 FiNISH). PAINT AS INDICATED. I i( 20.THERMOSTAT: ALL EXISTING MERCURY TYPE THERMOSTATS TO BE REPLACED. NEW THERMOSTATS TO BE OF ,i 12 00 00 FURNISHINGSlj�? yj'Y�J-L COMMERCIAL GRADE V(S((p(NPRO 8000 TOUCH SCREEN MODEL TB8220U1003 WH EP4,S�^IQj,E. 4. IT IS THE INTENT OF THESE CONTRACT DOCUMENTS TO MATCH AND MAINTAIN EXISTING BUILDING 3. ALL OTHER GYPSUM BOARD TO RECEIVE ONE TAPE COAT AND ONE FINISH COAT WITH SANDING AFTER FINISH •i f i 1: CLEAN/REFURBISH EXISTING BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. MOVED SUBSTITUTE: TOTAL-LINE SIGNATURE COMMERCIAL TI-MMOVAT MODEL NO.P374-2800-7 DAY STANDARDS FOR ALL EXISTING PRODUCTS AND SYSTEMS. UPON DISCOVERY OF A DISCREPANCY TO THIS COAT(LEVEL 3 FINISH). PAINT AS INDICATED. f: PROGRAMMABLE WITH LOCKOUT FUNCTION-AUTO CHANGEOVER ONLY. MOUNT AT ADA HEIGHT(MAY • INTENTION,THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. . 2. INSTALL BUILDING STANDARD ADDRESS AND/OR SUITE NUMBER LABELS TO ALL EXTERIOR DOORS. REQUIRE CHANGING HEIGHT AT REPLACEMENT"LOCATIONS). CONTRACTOR SHALL PROGRAM PROJ ECT #19100 4. IN FINISHED SPACES FURR-OUT BUILDING COLUMNS AND EXTERIOR WALLS WITH 5/8"GYPSUM BOARD OVER i;:; THERMOSTATS AND BALANCE SYSTEM. 5. FURNISH ALL NEW MATERIALS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. METAL STUDS. 12 23 16 CABINET SPECIFICATIONS 6. COORDINATE THE WORK OF ALL TRADES. PROVIDE CARPET"WALK-OFF MATS"TO PROTECT EXISTING 5. PROVIDE ACOUSTIC GASKETS WHERE WALL INTERSECTS STOREFRONT.QUIETJOINT SHH WHERE WALL 1. ALL CABINETRY TO BE INSTALLED OVER FINISH FLOOR AT ALL RESILIENT FLOORING LOCATIONS. 21.THERMQSTAT LOCATIONS TO BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. CARPETS. MEETS MULLION AND QUIETJOINT SHG WHERE WALL MEETS GLAZING.COLOR SELECTED BY ARCHITECT, 2. AWI CUSTOM GRADE STANDARDS FOR CASEWORK AND COUNTER TOPS U.N.O 22.WAREHOUSE HEAT: 7. ALL ROOF PENETRATIONS FROM ABANDONED EQUIPMENT TO BE REMOVED. PATCH AND REPAIR ROOF AND 6. AT ALL EXISTING WALLS,REMOVE ALL NAILS,SCREWS,FASTENERS,ETC.LEFT BY PREVIOUS TENANT AND 3, HIGH PRESSURE LAMINATE(P-LAM HPL)ALL EXTERIOR SURFACES,INCLUDING 4"TOE KICK, EDGE BANDING a. GAS FIRED UNIT HEATERS USED IN NON-CONDITIONED AREAS SHALL COMPLY WITH CURRENT STATE ROOF MEMBRANE TO MATCH THE EXISTING ROOF. PATCH HOLES READY FOR PAINT. ENERGY CODE REQUIREMENTS, PROVIDE ADJUSTABLE T-STAT FOR EACH UNIT. 4j (MATCHING PVC ACCEPTABLE),FIN ENDS,DOORS,AND LIGHT VALENCE ETC, UPPER CABINET BOTTOMS / 8. ALL ROOF WORK TO BE PERFORMED BY PACTRUST APPROVED ROOFING COMPANIES. APPROVED 7. REPAIR GYPSUM BOARD AT REMOVED ELECTRICAL RECEPTACLES OR DATA BOXES AND FINISH READY FOR OPTIONAL HPL FINISH,STANDARD MELAMINE FINISH. OPEN CABINETS OPTIONAL HPL FINISH,STANDARD 23.EXHAUST FANS: C.) COMPANIES INCLUDE: PAINT MELAMINE FINISH. a. CEILING MOUNTED EXHAUST FANS SHALL HAVE A MINIMUM PERFORMANCE TO MEET THE CURRENT V,J • a. ARROW ROOFING, 503-460-2767 8. UPON REMOVAL OF WALL BASE,REMOVE RESIDUAL ADHESIVE AND PREP WALL TO PAINT READY CONDITION. 4. TOE KiCK PLYWOOD 4"H WITH P-LAM COVER CODE REQUIREMENTS INCLUDING INTEGRAL BACKDRAFT DAMPER AND VENTING TO THE EXTERIOR. #..0 b. PACIFIC ROOFING,503-640-3163 . WALL CONSTRUCTION MATERIALS 5. DOORS AND DRAWER FRONTS PLASTIC LAMINATE OVER 11/16"PARTICLE BOARD WITH MATCHING P-LAM OR COOK GEMINI SERIES 100 LESS,OR EQUAL;00CFM 80 CFM SONEOH A BONN RATING 1.6 OF 1.6 OR LESS,100 CFM WITH A ' PVC EDGES. SONE RATING OF.9 OR 200 WITH A RATING OF 1.6 OR LESS. .� c. ROOF TOPPERS,360-574-7248 1. PROVIDE STUDS,TRACKS,BRACING,FASTENING AND OTHER ACCESSORIES NECESSARY FOR COMPLETE b. SINGLE FIXTURE RESTROOMS,JANITOR'S CLOSETS OR SINGLE SHOWER ROOMS TO HAVE CEILING d. GOT YOU COVERED ROOFING,503-975-9136 INSTALLATION. 6. MELAMINE(LOW PRESSURE LAMINATE/LPL)ALL INTERIOR AREAS,DRAWER PARTS,SHELVING ETC. MOUNTED EXHAUST FANS,WIRED PER DIVISION 16 AND SWITCHED WITH THE LIGHTS. L 2. FRAMING MEMBERS SHALL HAVE THE STRUCTURAL PROPERTIES INDICATED WHERE PHYSICAL STRUCTURAL 7. FLUSH OVERLAY/FRAMELESS STYLE CONSTRUCTION. 10.KEEP THE AREA OF WORK FREE OF GARBAGE AND DEBRIS ON A DAILY BASIS INCLUDING DOCK ACCESS PROPERTIES ARE NOT INDICATED,THEY SHALL BE AS NECESSARY TO WITHSTAND ALL IMPOSED LIVE LOADS. c. MULTIPLE FIXTURE RESTROOMS,COMBINATION RESTROOM&SHOWER,AND LOCKER ROOMS TO HAVE Q AREAS AND COMMON AREA. FLOORS TO BE SWEPT OR VACUUMED DAILY. DESIGN FRAMING IN ACCORDANCE WITH AISI SG 673. 8. THERE SHOULD BE 118"OR LESS GAP TOLERANCE BETWEEN DOORS AND DRAWERS, ROOFTOP MOUNTED EXHAUST FAN,FACTORY CURB AND BACKDRAFT DAMPER,WIRED PER DIVISION 16, 11.PROVIDE ADEQUATE PROTECTION TO ALL EXISTING IMPROVEMENTS INCLUDING BUT NOT LIMITED TO 9. HINGES-BLUM#75M3580, 110 DEG.SELF CLOSING CLIP ON(OR EQUAL). CONTROLS AS REQUIRED BY DESIGN.COOK ACE-D SERIES OR EQUAL. ... 3. COLD-FORMED FRAMING SHALL BE GALVANIZED METAL CONFORMING TO ASTM A446/A 446 M GRADE A(33000 d. SPECIALTY ROOMS REQUIRING EXHAUST SHALL MEET THE ABOVE MINIMUM REQUIREMENTS- PSI)G60. 10.DRAWER SLIDES-BLUM #230M SERIES EXTENSION(OR EQUAL)75 LBS.MIN.FOR STANDARD DRAWERS. C COMMON CORRIDORS AND STAIRS,BUILDING ENTRANCES,SUITE ENTRANCES,ETC. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REPAIR OF ANY DAMAGES TO EXISTING IMPROVEMENTS DUE TO CONSTRUCTION INDIVIDUAL ROOMS WITH AN EXHAUST REQUIREMENT GREATER THAN 250 CFM,SHALL HAVE A O O 0 ACCURIDE#4032(OR EQUAL)HD/FULL EXT 150 LBS.MIN.FOR HD AND FILE DRAWERS. ACTIVITIES, 4. PROVIDE THE LISTED GYPSUM BOARD PRODUCTS BY U.S.GYPSUM,GEORGIA PACIFIC,NATIONAL GYPSUM OR ROOFTOP MOUNTED FAN. rr�n M 12.PROVIDE TEMPORARY SANITARY FACILITIES. CONSTRUCTION WORKERS SHALL NOT USE BUILDING AN APPROVED EQUAL. 11.PULLS-96 MM C-TO-C WIRE PULLS. FINISH TO MATCH DOOR HARDWARE. 24.HVAC TESTING. VJ 4 RESTROOM FACILITIES. 5. STANDARD GYPSUM BOARD SHALL BE TYPE'X',5/8'THiCK WITH TAPERED EDGES CONFORMING TO ASTM 12.GENERAL CONTRACTOR TO PROVIDE CABINET MAKER WITH SINK TEMPLATE(SPEC SHEETS)FOR EACH SINK. a. CONTROL SYSTEMS SHALL BE TESTED TO ENSURE THAT CONTROL DEVICES,COMPONENTS, C C-36. - SINK CUTOUT SHALL BE DONE IN SHOP WHEN FEASIBLE AND BEFORE BACK SPLASH IS INSTALLED IN ALL 13.STORAGE AND STAGING OF CONSTRUCTION MATERIALS SHALL BE LIMITED TO AREAS AS DESIGNATED AT EQUIPMENT AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH CASES TO ALLOW CUT OUT TO BE POSITIONED PROPERLY. ALL RAW EDGES OF CUT OUT AND BACK SPLASHCO PRE-CONSTRUCTION MEETING. UNDER NO CIRCUMSTANCES SHALL BUILDING UTILITY AREAS OR ANY OTHER 6. WATER RESISTANT GYPSUM BOARD SHALL BE 5/8"THICK WITH TAPERED EDGES. CONFORMING TO ASTM APPROVED PLANS AND SPECIFICATIONS. TO BE SEALED. MINIMIZE COUNTERTOP BUILD UPS AT FRONT AND BACK OF SINK CUT OUT TO COMMON BUILDING AREA BE USED FOR STORAGE. C-630. I a- d' ACCOMMODATE PLUMBERS SiNK CLAMPS CLEARANCE. b. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE IN N 14.KEEP THE ROOF FREE OF DEBRIS(I.E.NAILS,SCREWS,BOTTLES,ETC.)AT ALL TIMES. 7. AT TOILET ROOMS USE 5/8"USG FIBERROCK BRAND AQUATOUGH INTERIOR PANEL FROM FLOOR ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. Q � TO 48"A.F.F.ON WALLS BEHIND OR ADJACENT TO PLUMBING FIXTURES, NO SUBSTITUTES. 13.KITCHENlBREAK ROOM CABINETS-BASE CABINET WITH P-LAM TOP ON PLYWOOD DECKING AND 4"BACK 15.ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. SPLASH. ALL CABINETS TO HAVE DOORS AND DRAWERS,U.N.O. UPPERS 12"D X 36"H-ATTACH TO WALL C. A COMPLETE COMMISSIONING REPORT OF TEST PROCEDURES AND RESULTS SHALL BE PREPARED AND m O 07 (EXCEPTION:EXCEPTION AT LOCATIONS TO RECIEVE PLASTIC LAMINATE OR TILE WAINSCOT.) WITH FRENCH CLEAT,COUNTER AND COUNTERTOPS 24"DEEP. MICROWAVE SHELF 18"D WITH 3"RADIUS FILED WITH PACTRUST. ❑ re 16.CONFIRM SIZES OF ALL OPENINGS REQUIRED FOR THE INSTALLATION OF STRUCTURAL,MECHANICAL, 8, AT TILE WAINSCOT LOCATIONS INSTALL CEMENT BACKER BOARD% THICK WITH SQUARE,REINFORCED, OUTSIDE CORNERS. P-LAM AT TOE/BASE. ALL SHELVES ADJUSTABLE.PROVIDE HOLES AND POSTS(1 AT 0 0 Lf) ELECTRICAL AND PLUMBING WORK PRIOR TO FRAMING OR CUTTING FOR INSTALLATION. 25.PROJECT CLOSE OUT DOCUMENTS REQUIRED: Q SMOOTH EDGES. PROVIDE DUROCK BRAND CEMENT BOARD OR APPROVED EQUAL. BASE,2 AT UPPERS). Li! 0 LI) 17.LEAVE THE PROJECT CLEAN AND READY FOR OCCUPANCY. a. AutoCAD FILE SHOWING AS-BUILT INFORMATION. M N' 9. INSTALL WATER-RESISTANT GYPSUM BOARD BEHIND WAINSCOT OF FRP,PLASTIC LAMINATE,ETC. 21 00 00 FIRE SUPPRESSION : DESIGN I BUILD ❑ CO ti 18.CLEAN ADJACENT EXTERIOR AREA,I.E.WALKS,EXTERIOR GLASS,ETC. b. ELECTRONIC PDF FILE OF THE AutoCAD FILE ABOVE. }} Z 10.TRIM ACCESSORIES SHALL COMPLY WITH ASTM C-1047. 1. PROVIDE SPRINKLERS THROUGHOUT SPACE AS REQUIRED BY CODE. SPRINKLER HEADS SHALL BE > CV CV 19.FILL ALL PAPER AND SOAP DISPENSERS IN RESTROOMS AND BREAK AREAS, CENTERED IN 2 X 2 CEILING TILE.LAYOUT OF SPRINKLERS BY CONTRACTOR, SPRINKLER LAYOUT IN ALL HARD c. HARD COPY OF AutoCAD FiLE ABOVE. U7 N 11,USE GEORGIA PACIFIC DENSGLAS GOLD ON EXTERIOR FACE OF EXTERIOR WALLS AND COAT WITH STO FINISH CO CO 20,CLEAN ALL SUPPLY AND RETURN DIFFUSERS AT PROJECT COMPLETION. SYSTEM. CEILING AREAS(GYPSUM BOARD/PLASTER)TO BE REVIEWED AND APPROVED BY ARCHITECT PRIOR TO d. OPERATIONS MANUALS FOR ALL EQUIPMENT,INCLUDING T-STATS. 0 I"•-.-..� INSTALLATION. 21.PROVIDE"AS-BUILT'DRAWINGS OF THE WORK AT THE CONCLUSION OF CONSTRUCTION."AS-BUILT WALL CONSTRUCTION EXECUTION e. COLORED ZONE MAP WITH THERMOSTAT LOCATIONS INDICATED. 2 M O ILL 0 DRAWINGS MAY BE IN THE FORM OF TWO COPIES OF CONSTRUCTION DOCUMENTS MARKED-UP WITH RED 2. IN NEW CEILING GRID SYSTEMS OVER 144 SF PROVIDE FLEXIBLE HEADS FOR MINIMUM SEISMIC t1) 0 PEN.DELIVER RECORD DRAWINGS TO THE ARCHITECT. COMPLETE OPERATION AND MAINTENANCE MANUALS 1. FASTEN FRAMING MEMBERS TOGETHER BY WELDING OR BY USING SELF-DRILLING OR SELF-TAPPING MOVEMENT. NO"OOPS RINGS ALLOWED". 26 00 00 ELECTRICAL: DESIGN I BUiLD e- a. .--..... SHALL BE PROVIDED FOR ALL MECHANICAL,ELECTRICAL AND PLUMBING EQUIPMENT.PROVIDE AS-BUILT CAD SCREWS. WELDING SHALL CONFORM TO AWS D13 WELDING PROCEDURE. ELECTRODES AND SCREW 22 00 00 PLUMBING : DESIGN/BUILD GENERAL FILES TO PACTRUST FOR ALL MEP TRADES.PACTRUST MAY HOLD CONTRACTORS FINAL PAYMENT UNTIL CONNECTIONS SHALL BE AS REQUIRED AND INDICATED IN THE DESIGN CALCULATIONS, DO NOT FIELD WELD "AS-BUILT"DRAWINGS AND 0&M MANUALS HAVE BEEN RECEIVED AND APPROVED. MATERIALS LIGHTER THAN 18 GA. GENERAL REQUIREMENTS 1. ALL ELECTRICAL FEEDS TO OUTLETS,SWITCHES,ETC.MUST BE VERTICAL DROPS FROM ABOVE EXCEPT FOR 2. PROVIDE ACCURATELY ALIGNED RUNNERS AT TOP AND BOTTOM OF PARTITIONS. ANCHOR TRACKS AS 1. CONTRACTOR TO SUBMIT LAYOUT ON ELEVATIONS AND PLANS PROVIDED FOR ALL SHUT OFF VALVES,CLEAN HORIZONTAL RUNS UNDER WINDOWS AND RECEPTACLES ON THE SAME STUD. 22.IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT THE CONTRACTOR PROVIDE A COMPLETE, INDICATED IN THE DESIGN CALCULATIONS. BUTT WELD JOINTS IN TRACKS OR SPLICE WITH STUD INSERTS. 2. ALL ELECTRICAL FEEDS TO OUTLETS AND DATA BELOW WINDOW SILLS TO BE ROUTED THROUGH BUILDINGith FUNCTIONING PROJECT INCLUDING ALL GENERAL,MECHANICAL AND ELECTRICAL CONSTRUCTION REQUIRED FASTENERS SHALL BE AT LEAST 3 INCHES FROM THE EDGE OF CONCRETE SLABS. OUTS,ACCESS DOORS,AND FLOOR DRAINS TO THE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. SHELL WALLS. DO NOT FEED FROM PERPENDICULAR INTERIOR PARTITIONS. TO FULFILL THAT INTENT. ALL ITEMS REQUIRED SHALL BE FURNISHED AND INSTALLED,REGARDLESS OF 2. ALL DOMESTIC WATER PIPING TO BE TYPE L COPPER-NO EXCEPTIONS. ALL EXPOSED PIPING TO BE m WHETHER OR NOT SHOWN ON THE DRAWINGS. 3. CUT STUDS SQUARE AND SET WITH FIRM BEARING AGAINST WEBS OF TOP AND BOTTOM TRACKS. POSITION INSULATED. 3. ALL NEW ELECTRICAL DEVICES TO BE WHITE .� 23,ITEMS OR WORK NOT TO BE FURNISHED OR ACCOMPLISHED BY CONTRACTOR ARE NOTED"N,I,C..", STUDS VERTICALLY IN TRACKS AND SPACE AS INDICATED IN DESIGN, DO NOT SPLICE STUDS. PROVIDE AT 4. PROVIDE LABELS AT EACH ELECTRICAL RECEPTACLE IDENTIFYING CORRESPONDING PANEL AND BREAKER, LEAST TWO FULL HEIGHT KING STUDS AT DOORS AND OTHER OPENINGS 2 FEET WIDE OR LARGER, PROVIDE 3. POINT OF DEMAND WATER HEATER-BOSCH POWER STREAM PRO-MODEL RP2P 277V/30A. ADJUST WATER O) 24."ALIGN"AS USED IN THESE DOCUMENTS,MEANS TO ALIGN THE FINISHED FACES OF ELEMENTS IN THE SAME JACK STUDS OVER OPENINGS,AS NECESSARY,TO MAINTAIN INDICATED STUD SPACING. PROVIDE TRIPLE FLOW SETTING TO PROVIDE A HEATING RANGE OF 105 TO 120 DEGREES. CONTACT MESHER SUPPLY FOR 5. PROVIDE TYPEWRITTEN UPDATED SCHEDULE AT PANEL TO IDENTIFY CIRCUIT BREAKERS. ) PLANE,EITHER IMMEDIATELY ADJACENT TO ONE ANOTHER OR ACROSS AN OPENING. STUDS AT CORNERS,POSITIONED TO RECEIVE INTERIOR AND EXTERIOR FINISHES. FASTEN STUDS AT TOP AVAILABILITY,(503)236-4148. AND BOTTOM TRACKS BY WELDING OR SCREWING BOTH FLANGES TO THE TRACKS,PROVIDE LONG LEG PLUMBING-BREAK ROOM FIXTURES 6. VERIFY ELECTRICAL METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. METER 0- 25.00 NOT DISASSEMBLE SETS OF CONSTRUCTION DRAWINGS.DRAWINGS ARE INTERRELATED. TRACK AT TOP OF WALL TO ALLOW FOR DEFLECTION WHERE WALL MEETS STRUCTURE ABOVE. IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRIOR TO 26.SUBMIT SAMPLES OR DRAW DOWNS FOR ALL FINISHES REQUESTED TO THE ARCHITECT OF RECORD WITHIN 1. BREAK ROOM SINK ELKAY LRAD221955(TOP MOUNT) TENANT'S MOVE-IN. 4. INSTALL ALL INTERIOR AND EXTERIOR GYPSUM BOARD PRODUCTS AND ACCESSORIES AS REQUIRED FOR TWO WEEKS OF PROJECT AWARD.PRODUCTS INSTALLED WITHOUT APPROVED SAMPLES ARE SUBJECT TO THE PROJECT. 2. KITCHEN FAUCET-AMERICAN STANDARD COLONY SOFT SINGLE CONTROL FAUCET#4175.500 7. ELECTRICAL CONTRACTOR TO PROVIDE EMERGENCY LIGHTING IN EXIT PATH SHOWN ON PLAN EQUAL TO REPLACEMENT AT CONTRACTOR COST.AN APPROVED SUBMITTAL DOES NOT CHANGE THE CONTRACTUAL 1-FOOT CANDLE. ` -REQUIREMENT TO PROVIDE THE SPECIFIED ITEMS UNLESS SPECIFICALLYNOTED AS A SUBSTITUTION BY THE 5. AT TOILET ROOMS TO RECEIVE SHEET VINYL FLOORING,INSTALL THE GYPSUM BOARD(ORAUQATOUGH)-- 3. 1/4"COPPER WATER LINE W/SHUT OFF VALVE FOR COFFEE MAKER AND REFRIGERATOR,SEPARATE LINES iF LIGHTS:CONTRACTOR AND SPECIFICALLY APPROVEDg BY THE ARCHITECT AS SUCH.REPLACE SUCH PRODUCTS AS WITH 1/4"GAP BETWEEN THE BOARD AND THE FLOOR TO PREVENT WICKING. REQUIRED. RUUD LIGHTING"PLASTIC LED EXIT SIGN"MODEL EXPBURWH RED LETTERS,WHiTE HOUSING,EXIT ITLILI SS:WITH BATTERY BACKUP. DIRECTED AT CONTRACTORS COST, 6. COMPLY WITH USG GYPSUM CONSTRUCTION HANDBOOK AND MANUFACTURER'S RECOMMENDATIONS. PROJECT CLOSE OUT DOCUMENTS REQUIRED: 9.27,SUBMIT COMPLETE SHOP DRAWINGS FOR MILLWORK,SPECIAL SYSTEMS,MECHANICAL,ELECTRICAL AND 1, PROVIDE AS-BUILT INFORMATION TO ARCHITECT AT PROJECT COMPLETION,INCLUDE THE FOLLOWING: WHERE NEEDED,CONTRACTOR TO FURNISH AND INSTALL NEW DRY TYPE TRANSFORMERS TO PROVIDE • PLUMBING SYSTEMS(INCLUDING FIRE PROTECTION SYSTEMS). SUBMIT A MINIMUM OF TWO COPIES OF ALL 7. FINISH QUALITY: 208V/120V POWER FROM THE 4$OV/277V SYSTEM. SIZE TO BE BIDDER DESIGN. SHOP DRAWINGS FOR•REVIEW AND APPROVAL TO THE ARCHITECT OF RECORD.ARCHITECT WILL RETAIN ONE AREA PROCESS TRADE NOMENCLATURE a. DIMENSIONS (HORIZONTAL AND VERTICAL)OF BUIRED PLUMBING LINES INSTALLED OR DISCOVERED BY a. TRANSFORMERS TO BE ENERGY STAR LABELED. COPY AND ONE COPY WILL BE RETURNED TO THE CONTRACTOR. THIS CONSTRUCTION. WAREHOUSE TAPE/FINISH COAT* TIGHT DOUBLE(LEVEL 3) b. LOCATION OF SHUT OFF VALVES b. CASE TO BE TOTALLY ENCLOSED WITH LOUVERS TO PREVENT FOREIGN OBJECTS INTO THE INTERIOR. 28.THE DESIGN OF FIRE PROTECTION SYSTEMS IS THE RESPONSIBILITY OF THE FIRE PROTECTION SYSTEMS OFFICE/OTHER AREAS TAPE/2 FINISH COATS'/ SMOOTH FINISH TAPED(LEVEL 4) c. ENCLOSED AND VENTILATED,AIR COOLED TYPE,CLASS H INSULATION,DESIGNED FOR 115 DEGREES C CONTRACTOR.ALL FIRE PROTECTION SYSTEMS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER USG"FIRST COAT' *SAND AFTER TAPE/FINISH COAT 23 00 00 HVAC: DESIGN I BUiLD TEMPERATURE RISE ABOVE 40 DEGREES C AMBIENT TEMPERATURE AT FULL LOAD CONTINUOUS LICENSED BY THE APPROPRIATE JURISDICTION FOR THE DESIGN OF THIS TYPE OF SYSTEM. COORDINATE (S) OPERATION. EQUIP WITH 2-1/2 PERCENT ANFC TAPS AND FOUR 2-1/2 PERCENT BNFC TAPS. MAXIMUM INTERFACE WITH EXISTING BUILDING SYSTEMS AND WITH ARCHITECT, ALL SPRINKLER HEADS SHALL BE NOTE:AT EXTREMELY DARK ACCENT WALLS PROVIDE LEVEL 5 FINISH. GAS METER SOUND LEVEL SHALL BE NEMA STANDARD WITH ISOLATION DAMPERS BETWEEN THE CORE AND COIL CENTERED IN CEILING TILE(OR 2 x 2 MODULE OF A SECOND LOOK II TYPE OF CEILING TILE WHERE 1. CONTRACTOR TO VERIFY GAS METER AND TAG METER WITH THE TENANTS ADDRESS OR SUITE NUMBER. ASSEMBLY AND CASE. APPLICABLE). LOCATION OF THOSE IN GYPSUM BOARD CEILINGS SHALL BE PRE-APPROVED IN WRITING BY METER IDENTIFICATION NUMBER AND TENANT ADDRESS INFORMATION SHALL BE GIVEN TO PACTRUST PRiOR THE ARCHITECT PRiOR TO INSTALLATION. 8. FINISH EXPOSED INTERIOR GYPSUM BOARD WALLS AND CEILINGS SMOOTH STRAIGHT READY FOR FINISH AS 11.FOR FLOOR POWER AND DATA ACCESS11.11 SHOWN ON PLANS. TO TENANTS MOVE-IN. 29.COORDINATE ALL CONSTRUCTION SEQUENCING WITH PACTRUST AND SCHEDULE ALL SERVICE HVAC-BID PROCEDURE a. AT RAISED SLABS:USE WIREMOLD RC7 FLUSH POKE-THRU SERIES OR EQUAL INTERRUPTIONS OUTSIDE NORMAL BUSINESS HOURS TO MINIMIZE INCONVENIENCE TO CURRENT TENANTS. 09 53 00 SUSPENDED ACOUSTICAL CEILING b. AT SLAB ON GRADE:USE WIREMOLD RFB4E BOX WITH 6CTC2 COVER AT CONFERENCE ROOMS In GENERAL 1. COMPLY WITH CURRENT SEISMIC REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE. 1. FOR BIDDING PURPOSES,THE HVAC CONTRACTOR WILL ASSUME THAT EXISTING HVAC EQUIPMENT IS IN AND 6CFFTC COVER AT FURNITURE FEEDS.PROVIDE 1"CONDUIT FOR POWER AND 2"CONDUIT FOR PROPER WORKING ORDER. DATA. 1, REMOVE ALL EXISTING VCT,SHEET VINYL,ETC,IN AREAS WHERE NEW FLOOR COVERING IS SPECIFIED PRIOR 2, FOLLOW MANUFACTURERS PRINTED INSTRUCTIONS FOR THE DELIVERY AND INSTALLATION OF CEILING 2. INVENTORY EXISTING H.V.A.C.ROOFTOP UNITS AND SUBMIT TO ARCHITECT A CONDITIONS REPORT OF EACH3 12,LOW VOLTAGE SYSTEMS TO INSTALLATION OF NEW FLOORING. SYSTEM,INCLUDING GRID,PANELS,AND HANGARS AND ACCESSORIES. UNIT (TELECOMMUNICATION AND DATA)BY FUTURE TENANT. 2. ALL ROOF PENETRATIONS FOR ELECTRICAL,LOW VOLTAGE,GAS PIPING,ETC.SHALL BE SLEEVED THROUGH 3. USE ALL PRODUCTS FROM ARMSTRONG WORLD INDUSTRIES,INC. 3. LIST TONNAGE OF EACH UNIT. 13.LIGHTING ENERGY MANAGEMENT IS REQUIRED IN ALL BUILDINGS. A LEAD ROOF JACK,CLAMPED WITH A STAINLESS STEEL CLAMP AND SEALED WITH VULKEM 921 4. CO-ORDINATE CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING BUT NOT LIMITED TO 14.000UPANCY CONTROL DEVICES SHALL BE LEVITON OR WATT STOP. POLYURETHANE SEALANT, SILICONE SEALANT NOT PERMITTED. HVAC-DESIGN PROCEDURELI INSULATION,GYPSUM BOARD,LiGHT FIXTURES,MECHANICAL SYSTEMS,ELECTRICAL SYSTEMS AND FIRE 15.TEST ALL LIGHTING CONTROL SYSTEMS TO ENSURE THAT CONTROL DEVICES,COMPONENTS,EQUIPMENT c-iii 01 73 29 CUTTING AND PATCHING SPRINKLERS 1. USE EXISTING AND/OR NEW EQUIPMENT TO DESIGN MECHANICAL H.V.A.C.SYSTEM PER DESIGN STANDARDS AND SYSTEMS ARE CALIBRATED,ADJUSTED AND OPERATE IN ACCORDANCE WITH APPROVED PLANS AND 1. PERFORM CUTTING AND PATCHING WITH SKILLED CRAFTSMEN EXPERIENCED WITH THE TYPE OF WORK 5. PRODUCTS: LISTED BELOW. SPECIFICATIONS. SEQUENCES OF OPERATION SHALL BE FUNCTIONALLY TESTED TO ENSURE THEY OPERATE BEING UNDERTAKEN. 2. PRIOR TO AWARD OF CONSTRUCTION CONTRACT,H.V.A.C.CONTRACTOR SHALL SUBMIT TO ARCHITECT FOR IN ACCORDANCE WITH APPROVED PLANS AND SPECIFICATIONS. !Lilo/ a. GRID-PRELUDE 24 XL 15/16"EXPOSED TEE(HEAVY DUTY) REVIEW AND APPROVAL A FULL DESIGN SCHEMATIC FOR THE TENANT SPACE INCLUDING BOTH 16.REMOVE ALL POWER BOXES AND WITH GYP -UNUSED DATA 2. PROTECT EXISTING CONSTRUCTION TO PREVENT DAMAGE. b. TILES-ARMSTRONG FISSURED#705,24 x 24 x 5/8"W/ANGLED TEGULAR EDGE NEW/RENOVATED WORK AND SYSTEMS UNTOUCHED BY THE TENANT IMPROVEMENT AS APPLICABLE. BOXES UNDER UNUSEDSEDATA SILLS AND REMAIN. ALL AND INFILL COVER PLATESGYTO BOARD.E BUILDING EXCEPTION- NUSTANDARDFINISH. 3. PERFORM CUTTING USING METHODS LEAST LiKELY TO DAMAGE ELEMENTS TO BE RETAINED, c. ACCESSORIES-MANUFACTURERS'STANDARD INCLUDE THE FOLLOWING: 4. PATCH,USING MATERIALS IDENTICAL TO EXISTING MATERIALS THAT VISUALLY MATCH EXISTING ADJACENT g. DUCTING AND SIZES 17,REMOVE ALL UNUSED LOW VOLTAGE WIRING(TELEPHONE AND DATA)FROM THE RECEPTACLE TO THE 6. ALL TILE CUTS SHALL BE DONE WITH RAZOR SHARP KNIVES. CUT/TRIM TILE EDGE TO CREATE TEGULAR EDGE DISTRIBUTION BOARD.LEAVE PULL STRINGS FROM THE BOX TO THE SPACE ABOVE THE CEILING. A SECTION SURFACES TO THE FULLEST EXTENT POSSIBLE CONDITION SO THAT CEILING TILES LAY FLAT. h. SUPPLY AND RETURN LOCATIONS AND CFM AT EACH GRILL OR DIFUSER OF THE EXISITNG LOW VOLTAGE WIRE MAY BE LEFT IN LIEU OF A PULL STRING 5. PATCH WITH DURABLE,INVISIBLE SEAMS THAT ELIMINATE EVIDENCE OF PATCHING AND REFINISHING, 7. CEILINGS LESS THAN OR EQUAL TO 144 SF AND SURROUNDED BY WALLS CONNECTED TO THE STRUCTURE I. ROOF EQUIPMENT,SIZES AND LOCATIONS OFFICE LIGHTING 1161 - 6. AT CONCRETE SLAB REPAIRS(POUR BACKS),PROVIDE#3 x 12"LONG REBAR DOWELS AT 24"O.C. MIN.WITH ABOVE ARE EXEMPT FROM THE SEISMIC DESIGN REQUIREMENTS. J. UNITS REQUIRING DUCTED SMOKE DETECTION 1. OFFICE LIGHT FIXTURES: LITHONIA LED FIXTURE.2BLT2 40L ADP MVOLT EZ1 LP835. MIN,6"PENETRATION INTO EXISTING CONCRETE AND MIN,OF 6"EXPOSURE INTO POUR BACK.CENTER 8. CEILING AREAS OF 1,000 SF OR LESS SHALL BE EXEMPT FROM LATERAL-FORCE REQUIREMENTS. k. THERMOSTAT LOCATIONS AND ZONE/UNIT ASSOCIATED THEREWITH 2. RECESSED LED DOWN LIGHT: LITHONIA LDN6 35/10 L06 AR LD MVOLT TRW - lied DOWEL IN SLAB DEPTH. 7. REMOVE PATCHES THAT ARE VISUALLY UNSATISFACTORY IN THE ARCHITECTS OPINION AND REPLACE AT NO 9. INSTALL CEILING GRID WITH TWO EDGES ATTACHED TO ADJACENT WALLS, THE OTHER TWO EDGES SHALL BE I. ANY SUPPLEMENTAL EXHAUST FANS OR SPECIAL SYSTEMS 3. OFFICE EGRESS LIGHTING:!SOLITE MINI GENiE SERIES LED VERSION LMIGN NM SQ-CEILING AND WALL ATTACHED TO WALL MOLD USING BERC2 CLIPS ALLOWING THOSE TWO SIDES TO FLOAT. MOUNT. SEE PLAN FOR EGRESS PATH.USE OF' LITESOINVERTER AS ALTERNATE TO BATTERY IS Z ADDITIONAL COST. m. ZONE DIAGRAM 10.PROVIDE CEILING SEISMIC JOINTS AT LOCATIONS AS SHOWN TO LIMIT CONTIGUOUS CEILING GRID AREAS TO ACCEPTABLE. 07 00 00 THERMAL&MOISTURE PROTECTION NO MORE THAN 2500 S.F.THE STATIONARY SIDE OF THE JOINT SHALL PERMIT THE INSTALLATION OF A LIGHT HVAC DESIGN STANDARDS 4. LIGHT SWITCHES:ACUITY CONTROLS PRE SET ALL PRIVATE OFFICE AND CONFERENCE ROOM SWITCHES TO LLI 1. REPLACE ALL MISSING AND DAMAGED ROOF AND WALL INSULATION ABOVE THE CEILING GRID. FIXTURE IMMEDIATELY ADJACENT TO THE JOINT. THE FOLLOWING ARE MINIMUM DESIGN STANDARDS: "VACANCY"AND TO TURN ON AT LAST DIM LEVEL. v. Z • 2, PROVIDE NEW ROOF INSULATION TO MATCH EXISTING AT ABANDONED MECHANICAL UNITS, 11,INSTALL TWELVE GAUGE VERTICAL HANGER WIRE TiES 4 FT ON CENTER WITH THREE TIGHT TURNS AROUND 1, 350 SQUARE FOOT PER TON(UNLESS OTHERWISE APPROVED IN WRITING BY PACTRUST). a. STANDARD WALL SWITCH WITH OCCUPANCY SENSOR-USE WSD W W THEMSELVES WITHIN THREE INCHES,INSTALL PLUMB WiTHIN 1:6 UNLESS COUNTER SLOPING WIRES ARE 3. AT ALL UN-USED EXISTING ROOF PENETRATIONS,REMOVE EQUIPMENT AND REPAIR ROOF SYSTEM. PROVIDED.CONNECTIONS AT SUPPORTING STRUCTURE TO CARRY NOT LESS THAN 100 LBS.EACH TERMINAL 2. ADDRESS LOADS BY SPECIFIC LOCATION AND USE,AS WELL AS CRITERIA PROVIDED TO PACTRUST BY b. WALL SWITCH WITH OCCUPANCY SENSOR AND DIMMING-USE WSXD Ce 0 END SHALL BE SUPPORTED WITHIN 8 INCHES OF EACH WALL. TENANT PRIOR TO CONSTRUCTION: 08 10 00 DOORS AND WINDOWS c. WALL SWITCH WITH DIMMING AND CEILING MOUNTED OCCUPANCY SENSOR-USE SPOD � U.I N co 12.PROVIDE LATERAL-FORCE BRACING AT GRID MAIN WITH RIGID VERTICAL STRUTS TWELVE FEET ON CENTER a. EXTERIOR EXPOSURE AREAS "`�� (n 1, RE-USE EXISTING DOORS AND FRAMES WHERE POSSIBLE WAREHOUSE LIGHTING EACH WAY BEGINNING WITHIN SIX FEET OF PERIMETER EDGE. b. INTERIOR AREAS,SIZE AND USE (n Q 2. APPROVED DOOR,FRAME,AND HARDWARE SUPPLIERS INCLUDE: 1. LITHONIA LIGHTING LED BAY LIGHTING IBG15L SEF AFL GND MVOLT 40K 80CRI LAOZU DWH. 13.INSTALL 12 GAUGE SEISMIC SPLAY WIRE TO THE MAIN BEAM WITHIN 2 INCHES OF EACH VERTICAL STRUT. c. CONFERENCE!TRAINING ROOMS a. BAXTER AND FLAMING. (503)225-0486 WIRES TO BE ARRAYED 90 DEGREES FROM EACH OTHER AND AT AN ANGEL NOT EXCEEDING 45 DEGREES 2. LITHONIA LIGHTING ELM LT EGRESS LIGHTING. r 0 Ce b. D&D DOOR (503)205-5533 FROM THE PLANE OF THE CEILING,ATTACHE SPLAY WIRES TO GRID AND TO THE STRUCTURE IN SUCH A d. COMPUTER/SERVER AND TELEPHONE ROOMS TO HAVE PROVISION FOR LOW AMBIENT OPERATION 28 30 00 ELECTRONIC DETECTION AND ALARM W m Z O MANNER THAT THEY CAN SUPPORT A MINIMUM DESIGN LOAD OF 200 LBS OR THE ACTUAL DESIGN LOAD,WITH AND 24-HOUR USE.VERIFY NEED FOR A SEPARATE SPLIT SYSTEM TO MAINTAIN TEMPERATURE. nJ c. BENSON INDUSTRIES (503)907-2200 A SAFETY FACTOR OF 2,WHICHEVER IS GREATER. 3. SYSTEM DESIGN CRITERIA-SIZE ZONES FOR 3-5 TON UNITS BASED ON USE&EXPOSURE CRITERIA. GENERAL f-. ti 0- d. d. GRANT SUPPLY (360)887-0647 14.VERTICAL STRUTS TO BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEM AND THE STRUCTURE ABOVE, PACKAGED OR SPLIT SYSTEM EQUIPMENT GREATER THAN 5 TONS SHALL BE SPLIT INTO MULTIPLE ZONES, FOR HORN/STROBE DEVICES USE"SYSTEM SENSOR"SPECTRALERT ADVANCE DEVICES,OR APPROVED EQUAL. _ Z VAV OR WATER SOURCE HEAT PUMP SYSTEMS GREATER THAN 3 TONS SHALL BE SPLiT INTO MULTIPLE ALL FIRE ALARM WORK BY VENDERS LISTED BELOW: 0 to 3. DOOR AND RELITE FRAMES SHALL BE ALPHA ALUMINUM PRODUCTS,INC.(AAP),OR APPROVED. SUBMITTAL 15.USE ARMSTRONG BERC2 CLIPS TO SATISFY SEISMIC WALL CONNECTION REQUIREMENTS.SEE DETAIL, ZONES, CC REQUIRED PRIOR TO ORDERING MATERIAL.NEW FRAMES TO BE FACTORY FINISH CUSTOM COLOR. a, BUILDING REMODEL:POINT MONITOR 0 I- L° a- 16,iNSTALL SPREADER BARS AT TERMINAL ENDS OF MAIN RUNNERS AND CROSS MEMBERS AT UN-ATTACHED 4. ALL ENCLOSED ROOMS OR OFFICES TO HAVE DUCTED SUPPLY&RETURN GRILLES, U N Ce 4. FIELD VERIFY EXISTING DOOR,FRAME AND HARDWARE FINISH PRIOR TO ORDERING. ALL NEW DOORS, EDGES.SPREADER BARS ARE NOT REQUIRED IF A 90 DEGREE INTERSECTING CROSS OR MAIN IS WITHIN 8 b. FIRE PANEL REPLACEMENT:POiNT MONITOR FRAMES AND HARDWARE TO MATCH EXISTING BUILDING STANDARDS. INCHES OF THE PERIMETER WALL. 5. VACANT SPACE SHALL HAVE DEDICATED GAS SERVICE FOR FUTURE BUILD-OUT OR FREEZE PROTECTION. Ct Q CSO O 6. UNITS: LENNOX,TRANE,YORK OR CARRIER-7 1/2-TON MAXIMUM UNIT SIZE. ANY UNIT IN EXCESS OF 7 1/2 C. SERVICE CALLS:POINT MONITOR D. �- Q. 5. ALL INTERIOR DOORS SHALL BE SOLiD CORE WOOD UNLESS NOTED OTHERWISE. 17.IN EXISTING SPACES REPLACE WATER STAINED OR DAMAGED TILES, TONS SHALL HAVE SPECIAL WRITTEN APPROVAL FROM PACTRUST. d. QUARTERLY TESTING:STANLEY 6. DOOR HARDWARE SHALL BE SCHLAGE AL SATURN OR D RHODES SERIES U.N.O. 18.TUNE UP GRID SYSTEM TO WITHIN PLUS OR MINUS 0.5 INCHES OF LEVEL. DATE: ..3/7/I 9 '• 7. HVAC UNITS EQUAL TO OR GREATER THAN 5-TONS TO HAVE DUCT SMOKE DETECTORS AND BE CONNECTED e. FIRE ALARM MONITORING:STANLEY 7. ALL DOOR HARDWARE SHALL BE INSTALLED WITH A 2 3/4"BACKSET. 19.BENT OR DAMAGED T-BARS TO BE REPLACED. TO A MONITORING STATION WITHIN THE BUILDING. PERMIT / CONST. ., 8. DOOR FINISH SUBMITTAL:CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR DOOR FRAMES,DOOR 20.REPAIR HOLES IN GRID FROM REMOVED WALLS. USE OF ARMSTRONG"BP ES 4"EXPANSION SLEEVE 8. ROOF TOP UNITS SHALL BE PLACED 24'MINIMUM FROM ROOF EDGE TO CENTER OF UNIT. MULTIPLE UNITS HARDWARE AND DOORS AS WELL AS A CONTROL SAMPLE OF THE FINISHED DOOR SKIN W/STAIN AND FINISH ACCEPTABLE. SHALL BE PLACED SYMMETRICALLY IN A LINE BASED ON LOAD CALCULATIONS BY STRUCTURAL ENGINEER. • APPLIED(IF NEW DOORS ARE BEING PROVIDED). BEFORE FINISHING OF DOORS IS COMMENCED ARCHITECT 09 65 19 RESILIENT FLOORING-VINYL COMPOSITION TiLEREVISION • SHALL APPROVE CONTROL SAMPLE. FINISHED PRODUCT IS SUBJECT TO REJECTION BY ARCHITECT IF THiS 9. CURBS: 14"HIGH CURBS. ASSEMBLED AND LEVELED TO ROOF,ANCHORED TO STRUCTURAL MEMBERS PROCESS IS NOT FULLY ADHERED TO AND FIELD PRODUCT DOES NOT MATCH THE APPROVED CONTROL 1. FINISH FLOORING TO EXTEND UNDER CASEWORK. BELOW ROOFING. SAMPLE. 2. INSTALL TILES IN QUARTER TURN PATTERN. a. PROFESSIONALLY ROOF IN ALL CURBS AND PENETRATIONS BY PACTRUST APPROVED ROOF 9. ALL INTERIOR GLAZING SHALL BE TEMPERED. 09 91 23 PAINTING CONTRACTOR. SEE DIVISION 1 GENERAL NOTES THIS PAGE. 10.DEAD BOLT LOCKS AT NEW EXTERIOR DOORS TO BE INSTALLED WiTH A SCHLAGE MORTISE DOUBLE b. UNIT MUST BE LEVEL,SEALED WITH NO AIR LEAKS AND COUNTER FLASHED. 2. CYLINDER 20-013C "C'KEYWAY;SOLID BRASS;WITH ADAMS-RITE CAM AND COMPRESSION RING 1 1/8"LENGTH INTERIOR: c. CONDENSATE MUST BE TRAPPED AT UNIT. WITH HARDENED CYLINDER GUARD RING KEEDEX K-24. FINISH TO MATCH BUILDING STANDARD. 1. WALLS: 10.SEISMICALLY ATTACH UNIT TO CURB IN CODE-APPROVED METHOD. 3• 11.PATCH AND REPAIR ALL HOLES OR DAMAGE TO EXISTING STORE FRONT WINDOWS AND DOORS.TOUCH UP a. PRIME NEW DRYWALL WITH MILLER PAINT HIGH-BUILD"SUPER SEAL"PRIMER. 11.ALL GAS PIPING SHALL BE STANDARD BLACK STEEL PIPE W/SUPPORTS PER CODE. PIPING SHALL BE RUN FINISH FOR AS NEW LOOK. b. NEW AND EXISTING DRYWALL TO BE FINISHED TO ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT INSIDE OF BUILDING W/LEAD FLASHINGS AT ROOF PENETRATIONS. LEAD ROOF JACKS TO BE SEALED AND 4. 12.TOUCH UP ALL EXISTING INTERIOR DOORS AND FRAMES FOR AS NEW LOOK. 120-4-XX WITH A TIGHT ROLLER STIPPLE FINISH. RESTROOM FINISHES TO BE MILLER PAINT 170-5-XX S/G CLAMPED(STAINLESS STEEL WORM GEAR). • 13.OVERHEAD DOORS;WAYNE DALTON THERMOSPAN 125,EXTERIOR WHITE/STUCCO. FLUSH STEEL INSULATED, LATEX ENAMEL. 12.ALL EXISTING AND NEW GAS PIPING EXPOSED TO THE EXTERIOR TO BE PROTECTED FROM RUST AND J. 2"THICK;STANDARD LIFT OPERATING STYLE WITH TRACK AND HARDWARE. OPERATION;PULL ROPE FOR 2. DOORS AND FRAMES: CORROSION WITH OIL BASED PAINT(COLOR GREY). DOORS TO 10'TALL,CHAIN HOIST FOR TALLER DOORS. a. NEW HOLLOW METAL-PRIME,SAND,AND FINISH WITH TWO COATS OF SEMI-GLOSS OIL.SPRAY OR 13.LOW VOLTAGE IN SEALTITE CONDUIT FROM BELOW ROOF LINE DIRECT TO UNIT. DO NOT EXCEED BEND 6. 14.TUNE UP EXISTING OVERHEAD DOORS FOR SMOOTH OPERATION. WORK INCLUDES: ROLLED APPLICATION. RADIUS OF MANUFACTURER'S GUIDELINE. 7. • a. ADJUST OVERHEAD SPRING TENSION TO MEET MANUFACTURER'S SPECIFICATIONS. b. EXISTING HOLLOW METAL-SAND,FILL IMPERFECTIONS WITH BONDO,SAND AND PRIME PATCHES WITH 14.ECONOMIZER TO MEET CODE AND AS FOLLOWS: b. REPLACE TOP AND BOTTOM DOOR SEALS AS NEEDED. ALKYD PRIMER,AND FINISH WITH SEMI-GLOSS OiL ENAMEL.SPRAY OR ROLLED APPLICATION a. 6 TONS AND ABOVE MUST HAVE ECONOMIZER. 8. c. REPLACE BENT TRACKS AND PANEL SECTIONS. c. WOOD-PRIME WITH ALKYD OIL ANDER-COATER,SAND,FILL ALL FASTENING HOLES WITH PAINTER'S b. BAROMETRIC RELIEF ON 5-71/2 TON UNITS, PUTTY,CAULK ALL CRACKS IN CASINGS AND BETWEEN JAMBS AND WALLS USING DAP LATEX CAULK, d. REPLACE ROLLERS AND HINGES AS NEEDED. AND FINISH WITH SATIN OIL ENAMEL. c. 8 TONS AND ABOVE MUST HAVE POWER EXHAUST. e. REPLACE ROPES AS NEEDED. d. WOOD-STAIN,SEAL AS REQUIRED,AND VARNISH WITH SATIN VARNISH. d. 1 1/2 THRU 4-TON OSA INTAKE WITH DAMPER. DRAWN BY: f. LUBRICATE ROLLERS 3. CEILINGS: 15.ALL UNITS TO MEET OR EXCEED CURRENT ENERGY EFFICIENCY CODE REQUIREMENTS. R.M.T. 09 00 00 FINISHES a. EXISTING GYP BOARD/PLASTER-SAND,SPACKLE ALL IMPERFECTIONS,SPOT PRIME AND FINISH TO 16.DROP CANS TO BE SAME SIZE AS CURB OPENING AND TO EXTENDED TO WITHIN 2'OF SUSPENDED CEIILING. GENERAL ACHIEVE UNIFORM COVERAGE WITH MILLER PAINT 6200 OR 4480. MINIMUM 26 GAUGE FOR SUPPLY AIR. SEAL EDGES OF SUPPLY AIR. 1. CLEAN,SEAL AND WAX ALL RESILIENT FLOORS PER MANUFACTURERS SPECIFICATIONS. ' b. NEW GYP BOARD/PLASTER -PRIME WITH SUPER SEAL AND FINISH TO ACHIEVE UNIFORM COVERAGE 17.DISTRIBUTION DUCTWORK: WITH MILLER PAINT 6200 OR 4480. a. SPIRAL DUCT PERMITTED ONLY IF EXPOSED. • 2. SUBMIT SAMPLES OR DRAW DOWNS FOR THE FOLLOWING: 4. GENERAL NOTES: a. FLOOR COVERINGS,BASE AND TRANSITION STRIPS b. 26 GAUGE OR TO SMACNA STANDARDS WHERE DUCT IS CONCEALED ABOVE A CEILING. a. KEEP ALL HARDWARE,HINGES,AND DOOR KNOBS CLEAN OF ALL PAINT SPLATTERS,DRIPS,OR ROLLER c WRAP CONCEALED SUPPLY DUCTWORK IN NON-CONDITIONED AND SEMI-CONDITIONED SPACE WITH b. PLASTIC LAMINATES SPRAY, MINIMUM R4.2 INSULATION WITH FSK BARRIER. Amm1 c. ALL NATURAL WOOD(INCLUDING DOORS AND CASEWORK) b. ALL SURFACES TO BE SANDED BETWEEN COATS,PRIOR TO INSTALLATION OF NEXT COAT. d. HANGERS 12 GAUGE WIRE OR 18-GAUGE 1"WIDE STRAP. EXPOSED DUCT MUST HAVE ALL THREAD d. PAINT c. DURING PROGRESS OF WORK,KEEP JOB SITE CLEAN OF ALL PAINT MATERIALS,RUBBISH,CANS,AND HANGERS AND FULL DIAMETER STRAP UP TO 18"0. LARGER THAN 18"MUST HAVE SADDLE TYPE CLAMP. e. TILE,MARBLE,GRANITE,STONE,GROUT AND SCHLUTER TRIMS RAGS AT THE END OF EACH DAY. e. BRANCH DUCTS SHALL BE PLUMB AND SQUARE(NO OCTOPUS). TEES SHALL BE MAXIMUM OF 45 f. TOILET PARTITIONS d. UPON COMPLETION OF WORK,CLEAN ANY PAINT SPLATTER BY USING PROPER METHODS OF WASHING DEGREES. - AND SCRAPING,USING CARE NOT TO SCRATCH OR DAMAGE FINISHED SURFACES. g. HARDWARE e. PROTECT WORK OF OTHER TRADES. f. EACH BRANCH DUCT TO HAVE BALANCE DAMPER IN Y BRANCH. //.____.,,34 5 6 DOOR SCHEDULE �<$-') llif4, �CD #3082 DOOR DATA FRAME DATA FIRE RATING HARDWARE MARTIN W.HANSON C7 REMARKS MARK -.� MARK DOOR SIZE THK CORE VENEER FINISH HAND TYPE FINISH DEPTH ACTION MANUFACTURER FINISH FUNCTION 100 _ 3-0"x9'-0" 1 314" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 718" LEVER/CLOSER SCHLAGE 626 BRUSHED CHROME ND1OS (2)27 X 108 SIDELITES 100 CLAbKAM06,OREGON LEVER LATCH SCHLAGE = 102 3'-0"x 9'-O" 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 7/8" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL10S 36 X 108 SIDELITE 102 IP)" � • 103 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Right ALPHA ANODIZED ALUM. 4 7/8" -- LEVER LATCH I SCHLAGE 626 BRUSHED CHROME AL1OS 36 X 108 SIDELITE 103 � � 'I' { 104 3'-0"x 9'-0" 1 314" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Right ALPHA ANODIZED ALUM. 4 718" L — — — LI . rl; - 105 3'-0"x 9' 0" 1 314" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Right ALPHA ANODIZED ALUM. 4 718" LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS 36 X 108 SIDELITE 626 BRUSHED CHROME AL10S 36 X 108 SIDELITE 104 '\7!!,/) ,• 105 oF V ilk 0 106 3' 0"x 9'-0" 1 314" SC QRTRD AFRICAN MAHOGANY PAC AMBER Right ALPHA ANODIZED ALUM 4 718" -- LEVER LATCH SCHLAGE fi26 BRUSHED CHROME ACS 36 X 108 SIDELITE 106 c 107 3'-0"x 9'-0" 1 3/4" SC QRTRD-AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM, 4 7/8" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL10S 36 X 106 SIDELITE 107 PROJECT #19100 108 3'-0"x 9' 0" 1 314" SC QRTRD-AFRICAN MAHOGANY PAC AMBER Right ALPHA ANODIZED ALUM. 4 718" LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS 36 X 108 SIDELITE 108 • 109 3'-D"x 9'-0" 1 314" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 718" LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS 36 X 108 SIDELITE 109 i LnJ 1 I I i 110 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 7/8" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS 36 X 108 SIDELITE 110 I D 111 3'-0"x 9'-0" 1 3/4" SC QRTRD-AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 718" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS 36 X 108 SIDELITE 111 01 117 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Right ALPHA ANODIZED ALUM. 4 718" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS -- 117 }+ :r I I 119 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 7/8" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL10S -- 119 0" 120 3'- x 9'-0" 1 314" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 7I8" -- LEVER LATCH SCHLAGE 626 BRUSHED CHROME AL1OS -- 120 /1.)� 121 3'-0"x 9'-0" 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 7/8" -- LEVER/LOCK SCHLAGE 626 BRUSHED CHROME ND96PD -- 121 • 1= 0 -- j J li 124 3'-0"x 9'- " 1 3/4" SC QRTRD.AFRICAN MAHOGANY PAC AMBER Left ALPHA ANODIZED ALUM. 4 7/8" LEVER LATCH SCHLAGE 626 BRUSHED CHROME ND1OS RELOCATED DOOR AND FRAME 124 C.) i ___ WAREHOUSE -i , FINISH SCHEDULE j 2a RM# NAME FLOOR BASE WALLS CEILINGS REMARKS RM# NORTH EAST SOUTH WEST MATERIAL_ HEIGHT O CI 100 VEST WOC 4" RF PGWB PGWB E-WW PGWB E-SAT 9'-0" - 100 O D 1 — O - E1 I'—x—x—x-_, — - O 101 OPEN OFFICE E-CPT 4" RF PGWB PGWB WW-PGWB E-WW-PGWB E-SAT 9'-0" -- 101 102 OFFICE E-CPT 4" RF PGWB PGWB E-WW-PGWB WW-PGWB E-SAT 9'-0" 102 103 OFFICE E-CPT 4" RF PGWB PGWB E-WW-PGWB PGWB E-SAT 9'-0" - 103 CO iNi 104 OFFICE E-CPT 4" RF PGWB E WW PGWB E WW PGWB PGWB E-SAT 9'-0" 104 I _ LN • 105 OFFICE E CPT 4" RF PGWB E WW PGWB PGWB PGWB E-SAT 9' 0" 105 106 OFFICE E-CPT 4" RF E-PGWB PGWB PGWB E-PGWB E-SAT 9'-0" -- 106 0 a 107 OFFICE E-CPT 4" RF E-PGWB PGWB PGWB PGWB E-SAT 9'-0" -- 107 3 IY I ,24 5 0OOin , I __ _108 OFFICE CPT 4" RF PGWB PGWB PGWB PGWB E-SAT 9'-0" 108 0 CO r.--- U V 0 j r-� i 109 OFFICE CPT 4"RF PGWB PGWB PGWB PGWB E-SAT 9'-0" -- 109 CCI) ❑ ti . j 'T' 45-REF. I I $ 1 110 CONFERENCE E-CPT 4"RF E-PGWB PGWB PGWB PGWB E-SAT 9'-0" -- 110 Z • WATER OUTLET FOR L t Cn Q N N TENANT COOLER 1111 OFFICE E-CPT 4" RF E-PGWB PGWB PGWB PGWB E-SAT 9'-0" -- 111 J CO CO 66"MICRO. - I- .--. as-- 1112 CIRC. E-CPT _ 4"RF E-PGWB PGWB ---- PGWB E-SAT 9'-0" -- 112 L[) CL co co • BREAK � 1113 CIRC. E-CPT E-4"RF E-PGWB E-PGWB E-PGWB E-PGWB E-SAT 9'-0" -- 113 2 0 o o • 11221 IV 0 1114 JAN E-SV E-4" RC E-PLW-PGWB E-PGWB E-PLW-PGWB E-PLW-PGWB _ E-WBC 9,-0" -- 114• a � 115 WOMEN E-CPT-POT E-4" POT E-POTW-PGWB E-PGWB E-PGWB E-POTW-PGWB E-WBC 9'-0" 115 I I 174" 45 ` 116 MEN E-CPT-POT E-4" POT E-PGWB E-PGWB E-POTW-PGWB E-POTW-PGWB E-WBC 9'-0" -- 116 L I_ 6'-0" EQ. EQ. as• i 1117 TESTING CPT 4" RF PGWB PGWB PGWB SAT 9' 0" 117 O _ 1118 CONFERENCE CPT 4" RF PGWB PGWB PGWB E-PGWB SAT 9'-0" 118 0, , I E — —s — — - ' --- 1 +100 � '__. 1119 PHONE CPT 4" RF PGWB PGWB PGWB PGWB SAT 9' 119 / pHoi,z 20A ,2, �, SC 1120 PHONE CPT 4" RF PGWB PGWB PGWB PGWB SAT 9' 0" 120co El i20 a'�• WAREHOUSE q}�oED K 1121 IT CPT 4" RF PGWB PGWB PGWB E-PGWB SAT 9'-0" -- 121 r- BOAFFD-J t ® Li23j U IT PHONE PHONE 122 BREAK VCT 4"RC E-PGWB PGWB PGWB E-PGWB SAT 9'-0" -- 122 •p [121j 120 11191 b 123 WAREHOUSE SC 4"RC E-PGWB PGWB E-PGWB PGWB ETR 18'-0" -- 123 a 20A I 1124 WAREHOUSE SC 4" RC E-CONC PGWB E-PGWB PGWB ETR 18'-0" -- 124 - DED 119 --- -- i" . - iiin, FINISH MATERIALS (FOAM) (20161 I I ALL FINISHES MUST BE SUBMITTED TO PACTRUST PRIOR TO INSTALLATION. BACKING FOR J TENANT TV 60"A.F.F.IN SEMI-RECESSED CARPET PLANK TILE: BOX CPT-1 MOHAWK GROUP PTR - CARPET PLANK "ICONIC EARTH" DRIFTED GROUND BT389 /QB389 358 CLASSIC RIDGE, FLEXLOK CONNECTORS- PATTERN RANDOM I WALK-OFF CARPET TILE: _+s WOC MOHAWK GROUP TUFF STUFF II --STEP UP II CENTERIN I 983 IRON ORE, DIRECT GLUE ROOM USE MOHAWK M700 ADHESIVE. (M95.0 IN HIGH MOISTURE AREAS) IM F — 1 - UONFEREt�fCE - (NOTE: FOR PRICING OF ALL MOHAWK PRODUCTS CONTACT: 11,ej MEN BETH GISH (503) 705-4168 or STEPHEN DELONG (971)201-0458 N TE TING116 183 \��11�I1 3 � 1_)-- VINYL COMPOSITION TILE 4"S5 iia L-LL, _ Q �- e BA VCT ARMSTRONG STANDARD EXCELON, (COLOR T.B.D.), 12"x 12 x 118 N C D. , 1 L_CC CIRC. SE \ NAN 113 RF FLEXCO 4" FLAT RUBBER BASE, 071 BLACK/BROWN, AT ALL CARPET AREAS. AV, . . ITT U a U RC FLEXCO 4" COVE RUBBER BASE, 071 BLACK/ BROWN,AT ALL HARD SURFACES. 17% 4 r O PAINT: LI %�_ 11. N-:.- [ PT-1 MILLER 110-4 ACRO PURE ULTRA-LOW VOC 0017 LUNA MOON, SATIN LATEX. OFFICE OFFICE OFFICE OFFICE WOMEN PT-2 MILLER 110-4-10 ACRO PURE ULTRA-LOW VOC (COLOR T.B.D.), SATIN LATEX(ACCENT COLOR) 106 1071 I -io-C Li 091 W �' L1] X1 PT-W MILLER 8180 PERFORMANCE FLAT MIX IXX79W(WAREHOUSE WALLS) nCE . 106 k 0 < 108 109 ! "( t-r • f LAMINATE: j �• `"It �f PL-1 FORMICA (COLOR T-B.D.) ALL FACES " III BACKING FOR • PL-2 FORMICA (COLOR T.B.D.) COUNTER, B.S. AND SELF-EDGE. r 1 EQ. I EQ. .:4, EQ. I EQ.. TENANT TV yl CAB PULLS 626 BRUSHED CHROME V — _ - — CONFERENCE OFFICE ill* CIRC. — - Z IS— Iiia[ 111 11121 DOORS, HARDWARE AND FRAMES T T DOORS (USE FOR PAC AMBER DOOR PACKAGE ONLY) W 60"AFF IN 7 X 60 7 X 6 O SEMI-RECESSED FINISH QUARTER SLICE, AFRICAN MAHOGANY, COLOR PAC AMBER ~ J-BOX IN 1 I J-Box IN 4,1:0 BOX ® I MI CR PACIFIC ARCHITECTURAL WOOD PRODUCTS, INC. LU w 'ER CEILING I CEILING I L—I- ADDRESS 714 NE 55TH AVENUE, PORTLAND, OR 97213 r 0 0 • CONTACT DICK MARSH PHONE: (503) 284-0024 FAX: (503) 284-0107 ly (n HARDWARE 626 SATIN CHROME ft Z ti Ir FRAMES CLEAR ANODIZED Q �' 1 I 7X6 O ' r7X6 IO co ❑ ct cn, CONTRACTOR TO PROVIDE BUILDING STANDARD BLINDS AT ALL EXTERIOR GLASS. LI m z Q J-BOX IN , 1 J-BOX IN _ I EN I I CEILING l 1 I I 1 CEILING • I- 4- ± -I . 1 I— I- ~ ❑ \ 1 1 Z D\ }- n \ + I -----. +-.. _ OH \ Q\ 36" 32" 32" 32" 32" 1" O \ OPEN OFFICE I • 1 1 I I a CLCI \ 1101 I i i /\- F i _ <EI >= T � r7xs T `O ,' _ ' - PERMIT1CONST7x� I J- • \ - - - PL-, REVISION J-BOX IN I I J-BOX IN I I I CEILING I I ' CEILING I I I 1 I 1 I OFFICEop. is.\\ _ _ _ _ 1.2-\\ = = = = 1:\.s. = = = = 1/: ADJ. SHELF ADJ.SHELF M o -)- H + 1 + -- --....._- 11I i 105] MICRO SHELF AT 18" �� \� j)/ CONSTRUCTION LEGEND L LIL1. N DEEP WITH 2" 12" RADIOUS CORNERS 2 I �� i---- OPEN BACK 1 W Y. 1 . EXISTING TO REMAIN 3. _.-.. _ L..... { + - C, - 35 ,, 351. 17 " c� ,02'� I ,04 1., 1 1 PL-2 3 � DEMO WORK 1_ ,_ ..-, 7, ,oa O 2 2 2 24" \\I,FNN' 1" ,„, 4 1 ' VES N 1" .�„ „„, NEW WALL TO CEILING GRID 5 i I � 7 . _ 1 , 1 I 10o OFFICE OFFICE OFFICE 12 } 1 D I I I BACK SPLASH 1 r"==="*•____� NEW WALL TO CEILING GRID WITH INSULATION Y I 11021 1431 104 : I �• © 6. i m �A.AN �� • ,z, NEW WALL TO ROOF STRUCTURE 7 �llq I ADA SINK \ DISHWASHER GARBAGE _ v ”" t a ADJ. SHELF / GAF AGE DRAWER _ DUPLEX RECEPTACLE • 0 --II / �t I _ — — _ — — N ` �\ DISPOSAL — `� %;? FOURPLEX RECEPTACLE PL 1 \ \/ / ;i PL 1 D� DEDICATED OUTLET DRAWN BY: . I PL-1 P-LAM BASE P-LAM BASE R.M.T. _- �� EXISTING ELECTRICAL TO REMAIN FLOOR MONUMENT W/SERVICES SHOWN C PARTITION AND POWER PLAN rn 2 CABINET ELEVATION A-2 SCALE 1/8" = 1-0" CD A-2 SCALE 112" = 1'-0° SPECIAL OUTLET TEL/DATA MUD RING WITH PULL STRING ii NOTE. ELECTRICAL PANEL A. 2 ALL FURNITURE AND EQUIPMENT SHOWN HERE IS FOR REFERENCE ONLY AND NOT • FOR CONSTRUCTION.TENANT IS RESPONSIBLE FOR DESIGN AND INSTALLATION. 1 FIRE EXTINGUISHER IN RECESSED CAB. ® FIRE EXTINGUISHER-SURFACE MOUNTED 0 THERMOSTAT 9.,)<V 49q/1 6 7 #3082 �► . 3 45 MARTIN W. HAN54N n ._, ,- ��CLA KAMAS,OREGON ^_• 0 i 1,'"' ,.a Fofo � ` PROJECT #19100 Hr , , I t I _ 1 1 }' ---r--Il' i� !..413) I I I ,.•-, -1--1--46ire i 20'.0 EQ. iti 1 I `' I 2 - .-_�_j� l ^' Pfl f CI I _I_ 1 IC..1. a' -I---r--n ii ii11 .1 _—i-'-1w. .� �-" T 14 iii1 � l ! I 1Thl-I I 1 ;4:: t. e b r 4,,:e.4, -,, xa s i`t 0 CI IJ _i__4 :- 2. , ''-i--1•41 1.14,44:; ; D 1.. I Iii II l! I11 L-A 1.._1 I i_-I _ I I —ii iI 1 r---1--r I -1--r---n LJ I.1.t ul1 c I I I I I I I I 4a„ CU Y .-. IE T fl A I ! 1 1 I -11 ---- .44:_::::,---::7"::: - Q CV 1 _ 1 1 1 i 1 i I It I„, .,. .t1! . C3) T ”-ria w1- --f1 x I ! -70`."'-)(-1--T. � If /''�( - �� I 1 I I Em. W O O LO c� h iiii�iiii riiiwiin vrZii viii viiiiiiiii /iii.ilii:iii�i iii ii e CD N- � Z I I \ ,...h.... ti () Q „„4- (NV \I a .<7' O F— _ CO 20000 rX":.t 1- 'a C:� ;iL LL r.': c'::a 0 .•sus cb 7, — — — ..,___Ii,.\ \ , ..._ _,....4it, ... r \\.-+ CO 3 .0 iD V i i I b==R � \ — \ • i 1 ,,%,,' EQ. /1/ 18'-0" [1.ril EQ. 1 . 0....---0" 1 _ _ a a \ e Im F - - u) • w 31 \ Z / , � l 3 - � .. 1 EXISTING GRID a — -- 1 . ,1 WW - 11111111111111111111i 1.1111 • !' 15 — _... —i {yam.} 0- � • �, —� , lili 1, 1% j_ _ SIIIII IIIIMIIfi FYli I Ili • iti I • * • 11,•5 ,,..fir.. :. / _.I • - I I�L'iiii,-.gym/"v.4/......../,/,-/////vii/-iiiil,.�,,./..,,_, /rte .moi 4.,,,,,,,,./.../..,, 1•11•11•11•11•1•Walill1111•111•111M. N e, i aUR � -- s RcR x,t •a a• a • • = . • I U _ - - - - Z 44444-4._ _.4.4--) 1 _..x -_. _ i.. n R— Z ' ' I R w E 4:!,4 12_ / a/ W � � �. €41 j......"7-...,...- � - � o �..........„._ yx.. =ma rolm I M31 . =SE in \ .,/.\,- \ F-- co z ., \ No '...."----..„..,....,_ • D (0 < . � N O c _1 � \ 1 \ SIMIle --- 7.1 i DATE: 317119 Ell) �{ SZCZZE - —_ \ 1=Ple —,-.-- - -W--- _ PERMIT 1 CONST. — —_ - �R — REVISION 1. .o�,.a ,PMS4Xa 1� *..waw - ._. �'' S 1 0 __ _,4__ ,1 8 «- I 3 1 -- ��- Z. K _ J 1.1 CEILING LEGEND 4. LITHONIA BLT =ME • . as a ,y am ' 3:110116LED FIXTURE 6. \/ Y LED HIGH BAY WAREHOUSE FIXTURE 7 /S\+X :4 ----- 5i1 \EI3i 1 OCCUPANCY SENSOR ON EACH FIXTURE. --- —� _f �_ \-- 8. E _ 1 4 RECESSED CFC LIGHT I j4 RECESSED LED LIGHT DRAWN BY: $ STANDARD SWITCH R.M.T. INDICATES COMMON PATH OF TRAVEL REQUIRING EMERGENCY LIGHTING EQUAL TO 1-FOOT CANDLE FOR A MINIMUM DURATION OF 90 MINUTES. ® OCCUPANCY SWITCH • 1 REFLECTED CEILING PLAN N 2 X 2 SUSPENDED CEILING SYSTEM: Ig CEILING OCCUPANCY SENSOR 1(1) I ))./ ATTACHED EDGE ' A- SCALE 118" = I -0° 1/i SEISMIC EXPANSION JOINTS X SUPPLY DIFFUSER ///�� A. RETURN DUCT UNATTACHED EDGE _ 3 • 1------ 02 EXHAUST FAN � GRID MAIN ITILE SPRINKLER HEAD 44 EXIT SIGN(LED RED) . . . : . , • ., 20 GA 31/2"METAL STUD BRACING TO ROOF 2 FLOOR AND/OR ROOF STRUCTURE ' . .. ..,. , .. . - 44)%," ii• ,te . STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE ' - . - ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT . ' ARMSTRONG BERC2 CLIP(AS ALTERNATE MEANS OF CONSTRUCTION FOR THIS PROJECT.) . . .‘ . inx •.• N. #3082 ,._,..1? INTERSECTING WALLS. FASTEN EACH END WITH ' ce - / o C.D MARTIN W.HANSON V--3 ADDITIONAL HANGERS AT ALL MAINS WITHIN 8"OF THE - N 0 . (1)#8 SHEET METAL SCREW WHERE REQUIRED . a a -1. PERIMETER / r---, APPROVED VERTICAL STRUT AT 12.-0"0.C. EA.WAY d / • 0 CLA KAM'S,OREGON _ I SUSPENDED CEILING ' BEGINING WITHIN 6'-0"OF THE PERIMETER OF EACH a , 6 .....A CI) --1.--- CEILING SECTION. SEE STRUT DETAIL IA 0 p - BLOCKING TYPICAL AT FASTENING ROOF DECK- / , OR BEAM . 11UF: , / IIlli-:1'''i:.: . - STRUTS AT FIXTED EDGES NOT ATTACHED TO THE o c4 a n. PROVIDE HC SIGNAGE FOR ALL , POINTS , 1 i.-4 ,, - -AP- BUILDING TO HAVE 4 WAY LATERAL BRACING FROM THE 2" NEW AND EXISTING HC RR'S e OF U ft-i- ..,•,,J-.• MAIN RUNNER TO THE BUIL/DING STRUCTURE ABOVE. \ I KROY#2835207 BLACK(MEN) i!, -"••-••••-I— N / ' a N—IN . , - --, -i;r-- KROY#2835209 BLACK(WOMEN) . ,, t ,,,.. , . MTL.STUDS. . vr PROJECT #19100 • - SUSPENDED CLG ASSEMBLY • 4- \--- 5/8"GYP. BRD. BOTH SIDES . ' cy _ - / . . , 10 q . u) w 0 AG DA ND GI T I LOoNcAALTSI:NI T C H . /I ' t t -..,____, o ':) 4 N CENTER LINE OF STUD ' \ . . i 2 A45° 0 1—IN .15 / i • SECUREALLTOALu--' -' N C9 . -le I TRAPEZE FOR DUCT z \ — - - - ----nd \--- 20 GA 3 5/8"METAL STUD BRACING MAX AND/OR PIPE WORK = = z . zi :I-a .. , et 0 t--, ,... . TO ROOF STRUCTURE AT 10'-O" ELECTRICAL ..U-I i= i_< 2 W ..,C COUNTERSLOPE HANGERS. a . . OUTLET OR w 'ci) 0 - 0 ,•:. OC W/(2)#8 SHEET METAL - 6-0"MAX w CROSS MEMBERS IF MORE THAN 1:6 OUT OF -.I (r) 0 c-13 J-BOX ;•-, SCREWS AT EACH END.BRACING BETWEEN MAIN PLUMB .... • - .,,,,,,,,,,- : : i . f•,. • - '..' TO BE PROVIDED WHERE DISTANCE RUNNERS • \ 0_s. 0 = ct cL o . —I‘— MAIN RUNNERS AT 4'-0" -,--IN c 0 0 u-1 —J < ' BETWEEN PERPENDICULAR INTERSECTING O.C. SUPPORT WITH#12 - -4- •- }-- ..,. . 0 7.1 x 0 -- FINISH FLOOR . 1.. WALLS OR HORIZONTAL BRACING WIRE AT 4'-0"0.C.OR WITH • S ... ' - '4,--------- - ..•-•-',, ;.-1 --: I/ BETWEEN WALLS EXCEEDS 12'-0"OC . #10 WIRE AT V-0"0.C. . UNDERCUT DOOR AS .- co wct co 8 -,-- - b ' REQUIRED TO CLEAR .0 NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL • FLOOR FINISH CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY ,• ' 0 4tcy) 1 TYPICAL WALL SECTION - - - 5 WALL BRACING DETAIL - 9 CEILING BRACING DETAIL ' 13 MOUNTING HEIGHTS . , 2 g A-4 SCALE 1" = V-0" ' . , A-4 SCALE 3" = 1'-0" A-4 A-4 SCALE 1/2" = 1'-0" , I ' 0 cn 20 GA 3 5/8" METAL STUD BRACING TO ROOF • 7*.- D Ce STRUCTURE AT 10'-0"OC TO BUILDING STRUCTURE . . ''.._ ,,,/, ' a o 0 Lo 2'-.0" , -02' " - ABOVE FOR WALLS LONGER THAN 12'-0"WITHOUT - C cf) cs c(61 I:: . INTERSECTION WALLS. FASTEN EACH END WITH I 8"MAX. 8"MAX. AS SCHEDULED uj 0 LO (1)#8 SHEET METAL SCREW . / AS SCHEDULED - - •-- Z .1. .4. v e "t u) cv C11 ii-i' itikket% SOUND INSULATION 4'CENTERED ,--)> TYPICAL STUD - • -------- . , . LC) (X CO Ct) !•11-411 :.- BLOCKING TYPICAL AT FASTENING POINTS. - . \ C. it • ...,.IIN%h.._ ': J 'TYPICAL TRACK :,' ' - - ' -. " z1.111114t, 4 •\I cio' 73 MTL.STUDS. ARMSTRONG BERC2 CLIP U .0 - ARMSTRONG BERC2 CLIP Ii \ 411.11 INSTALL STUDS WITH '''''\,,\_ ...., ATTACHED TO GRID - UNATTACHED TO GRID . . . TEMP GLASS CO '0041g' i ,. ,------ 5/8"GYP. BRD. BOTH SIDES SAME DIMENSION(10" a.,. . ATTACHED WALL UNATTACHED WALL co 1- - MIN.)FOR BRIDGING c.) w z = ALIGNMENT _1 7..; (9 ' 4 tENTER LINE OF STUD X 8"MAX - ----HANGER WIRE W/STRUT AND SPLAY HANGER WIRE •- '''' s. Ca. = WIRES PER CEILING BRACING DETAIL \ a w • e•=*_____ 11.4.NJ 1111,11 2 (I) 0 A POP-RIVET 6 . / 2° 3-1/2"BATTINISUL. IN SOUND ATTENUATION WALLS e""144t+4 % _- _•••... bb _..._A- POWDER DRIVEN / CROSS TEE 4... . , MAIN BEAM i CROSS TEE , '4, w ANCHORS AT 24"0.C. -- i• ''‘ , _ / cn - --- 'S• - o o o o o . --J .it, (1)#10-16 SCREW o 2 o o o+0 0' lai PER STUD FLANGE BOTTOM TRACK. Ss• 0 1 FREE END FIXTED END(FULL 24" I . i• , AT WALLS WITH . TILE SECTION) ACOUSTIC INSULATION, 7/8"ANGLE MOLDING -I,- 1" , 2" 2"ANGLE MOLDING . .e.,„..-- FINISH FLOOR-TOP OF SLAB . POP-RIVET 1 , SET STUD TRACK IN A . EXPANSI)N JOINT UNATTACHED THIS SIDE . , / CONTINUOUS BED OFWALL BASE NOTE: CEILING SYSTEM TO BE USED SHALL BE CLASSIFIED AS"HEAVY DUTY". ALL . SEALANT. CONNECTION DEVICES TO BE IBC APPROVED TYPE AND HAVE 100#CAPACITY 2 WALL SECTION WITH SOUND INS. (-6---) WALL BASE DETAIL 10 CEILING SEISMIC JOINTS - 14 MOUNTING HEIGHTS I-I A-4 SCALE 1" = 11-0" 1\::41 SCALE 3" = I-0" A-4 SCALE 3"= 1'-0" A-4 SCALE 1/2" = V-0" co . . 3. , • EXISTING WINDOW WALL MULLION ACTUAL SHAPE AND SIZE MAY VARY U BLDG. FLOOR OR ROOF STRUCTURE rui FROM EXTRUSION SHOWN 41411}ig SEALANT IN 1/2"SPACE,EA SIDE. , EXISTING ‘1.4.1. .7. DEFLECTION CHANNEL / GLAZING nikiki BATT INSUL. 1,'d 1 MTL. STUDS. Mu 5/8"GYP.BD. BOTH SIDES SCREW ATTACHED 3/16"x 1"BLACK FOAM INSULATION TAPE • z i . „ , „11.,, 1 ‘a RACO STYLE RECESSED REVEAL .. - w 1—..:. -- L11 TRACK, CONCEPT WALLS#1-487RDT . I- CENTER ON WINDOW MULLION AND W LT, A : SECURED BY GYP BOARD.NO SCREWS ‘\ IN WINDOW WALL SYSTEM ALLOWED . CO •;t- - ,f,:.: •;1•': U) ui eNJ „„ • t:2,4- •-: EXISTING WINDOW SILL < Li , -- le,',;4i „... ' CENTER LINE OF STUD [:-;- •4. WALL STUD FLUSH WITH WINDOW SILL < C) BOTTOM TRACK ' Fi.;1 , .'T - SMOOTH FIN. GYP BD.OVER CD w LB0:9 ,z 0 SEALANT IN 1/2"SPACE,EA SIDE. r:•-.'t I/ -r. e.:. METAL STUDS FINISH FLOOR-TOP OF SLAB ' - S Z U) WI- _ FULL HEIGHT DEMISING WALL 7rWINDOW CLOSURE AT MULLION A-4 SCALE 1" = V-0" A-4/ SCALE 3" = V-0" • DATE: 3/7/19 • - PERMIT / CONST. - REVISION - - 1. 2. . , 3. 4. 5. 6. 7. 8. DRAWN BY: R.M.T. ._ . .". , . AE:=4 . . , . • .